NCG021016_Scanned Site Plans_20230717

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MINE 1 AREA TABLE s - - - _ ASH E J G (�
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ACREAGE J PA CEL: 1'PP 008 ARCEL:ZON 1460003202 O ARCED 146 LL .' --.�.. C') J Z 0
PARCEL PORTION OF 16300015 ZONING: RR' G. RR Z NA 008 Q O �
TOTAL SITE AREA 20.00 �_ I o O ON/NG: RR 8 1 -� Z
EXISTING WETLANDS 0 TRIPP - -� � — — _
DISTURBED WETLANDS 0 AR LO
TRIPP 1460003203 ,q T - _ _ �2„ � NCD
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UNDISTURBED WETLANDS 0 � � I PARCE ARMS LLC _ _• • - • • / - ' - ' • . ' ,
CATEGORY ACREAGE I :; 1 /2„ EI P ZONING. RR �09 g I
MINE EXCAVATION 14.84 ! - '\ w
PROCESSING AREA/HAUL ROADS 0.27 O�
TAILINGS SEDIMENT PONDS 0 —
/ TRIPPP DAVE
STOCKPILES 0 PARCEL 146 _ —
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WASTE PILES 0 RR MAoos - _DIRT Rpv°�
BUFFER AREA 4.89 TRIPP DAV 30, 0 — --
TOTAL AREA TO BE PERMITTED 20.00 PARCEL: 146M 1I ZONING: RR RR Ao O W 30l —_
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TOP BANK ELEV. TRIPP PER NCDOT � ASHTON FARMS LLC . - 0
VARIES FROM 38' TO 30' ZONING.
14 MA REQUIREMENTS
NING. RR 6 012 m PROPOSED MARL HAUL o MC T—343
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TRIPP DA a PARCEL: 16300015 �-
MINE RECLAMATION 1 L FINAL NORMAL WATER ELEVATION PARCEL:� � r ROAD - '
BACKSLOPE 3 MAXIMUM ZONING: RR46MA017 O ZONING: R75
DEPTH = 35' PROPOSED GATE TO BE
1L _TPARCEL V146 LOCATED 100 FT MINIMUM
BOTTOM ELEV. VARIES ZONING: RR MAo1s I FROM RIGHT OF WAY O�
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MINE SLOPE & RECLAMATION CROSS SECTION iNc L'RR46MAo15 O o
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1. DEPTH OF MINE WILL BE DICTATED BY SUITABLE MATERIAL. / o
2. AT RECLAMATION ALL BANKS ABOVE NORMAL WATER WILL BE a / U v
SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING,
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MIN. 20' UNO 40' MINE AREA #1 �j �.��>���- ASHTON FARMS LLC W �"
- - _ _ N ISTURB 1 — Z W
BULf) FFER ED 4.84 ACRES J�O�J M C T 343
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(PARCEL NUMBER TO BE PARCEL: 16300015
00
AREA RESERVED DETERMINED) ,� 7
COMPACTED SOIL/MARL O �Q O CONING: R 75 L
ROADWAY FOR FUTURE ZONING: RR
R RUSSELL WAYNEI z DEVELOPMENT ,�0� O� W
ZCEL: 16200023
ZONING: RR
HAUL ROAD SECTION �° C� N M
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1. MINING TO COMMENCE ON AN AS NEEDED BASIS. z O Z cn
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT.
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. V O O 0 0
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. �OG� Z
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS ZIP P DAVE W Z
NECESSARY TO MEET UDO REQUIREMENTS. MINE AREA LOCATED ADJACENT TO DEVELOPED RR
ZONE REQUIRES 0.4 VISUAL OPACITY AND VACANT RR REQUIRES 0.2 VISUAL OPACITY. L: 1620002410I
6. ALL REQUIREMENTS OF SECTION 5.3.7.G. OF THE UDO SHALL BE MET AS FOLLOWS; MM x
A. THE MINE AREA IS LIMITED TO NO MORE THAN 20 ACRES INCLUDING BUFFER AREAS. )NING: RR O� �J
B. NO ONSITE PROCESSING IS PERMITTED SUCH AS, CONVEYER SYSTEMS, SCREENING
MACHINES, CRUSHING, OR OTHER MECHANICAL EQUIPMENT. v �� O
C. THE USE OF EXPLOSIVES IS NOT PERMITTED. 0
D. THE PUMPING OF SURFACE WATERS FROM ONE EXCAVATION PIT TO ANOTHER 01,
EXCAVATION PIT LOCATED ON THE SAME PARCEL OF LAND AS THE MINING OPERATIONS
IS PROPOSED. �0E
E. THE DEPTH OF EACH EXCAVATION PIT SHALL NOT EXCEED 35 FEET. SSELL WAYNE Ld
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7. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL 1620002408
ROAD AS NECESSARY, F 0 J \—LOE
8. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. N G: RR
9. NO PORTION OF THE MINE AREA IS LOCATED WITHIN A FLOOD HAZARD AREA. / PUMPING OPERATIONS AND MONITORING PLAN
10. THERE IS No PHASING PLAN FOR THE MINE. 1 . BEGIN EXCAVATION IN THE SOUTHEAST CORNER OF THE SITE AND WHEN THE Licence#�-3641
- - EXCAVATION IS LARGE ENOUGH TO REQUIRE THE WITHDRAW OF GROUND WATER INSTALL 20127
� 2" NIR A PUMP IN THE GENERAL LOCATION SHOWN THAT CAN DISCHARGE UP TO 500,000 DES. JPN
GALLONS PER DAY. CKD. JPN
B R F► E 2. INSTALL THE NCDOT DEWATERING BASIN PER THE DETAIL ON SHEET C2 PRIOR TO DRNM. ZAC
c T BEGINNING DEWATERING OPERATION TO ENSURE A NON-EROSIVE DISCHARGE INTO THE
LEGEND . • " . -
DnTE 07/12/23
. • " " - ' EXISTING DRAINAGE DITCH SHOWN.
— - - --- - - — PROPERTY LINE I E I 3. AT THE BEGINNING AND END OF EACH DEWATERING ACTIVITY INSPECT THE NCDOT �,o%y\ cA8f" ,
MPB MPB MINE PERMIT BOUNDARY '412 BENTON RTHA WARD �I/ IT R1 DEWATERING BASIN TO ENSURE IT IS FUNCTIONING PROPERLY AND THAT NO EROSION IS
PARCEL: 1 0002#04 S o OCCURING. REPAIR ANY AREA THAT NEEDS REINFORCEMENT WITH RIP RAP.
LOE LOE LIMITS OF EXCAVATION ZONING: RR I :4
TSF \ \gyp G DISCHARGE
TEMPORARY SILT FENCE 2 .�� LOCATIoN
131
® PUMPING LOCATION ' - J a . 4 '
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E AIR ANY °O°°0000° STILLING BASIN
1MME I OSION1O'wX15'Ix12"D \ °°°°°° SHEESEE T BENTON MARTHA RD ATELY CLASS CALE : 1 �� = 100'
PARCEL: 1620002 04 DISSIPATER \ 36" CULVERT
ZONING: RR `�
EXISTING HOUSE 0 100 200 300
(COUNTY WAFER) „ N I R

TEMPORARY/PERMANENT N m
SITE WORK NOTES:
6' W1 E.S. FABRIC GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
8' W/ WIRE MESH CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT Z
STEEL POST 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
WIRE MESH FOR STANDARD FABRIC ADVERSE SOIL CONDITIONS. AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. <
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS m
MIN. 14 GA. o x z v STANDARD OR EXTRA STRENGTH 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
6x6 MESH FOR I E W FILTER FABRIC SMOOTH AND UNIFORM.
N m CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN z Z
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
STANDARD FABRIC N �¢ LIMITS OF CONSTRUCTION. _O J
DIRECTION OF WATER FLOW LIME: 45 LBS. PER 1000 S.F. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, J
PHOSPHOROUS: 20 LBS PER 1000 S.F. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. Q Q
FERTILIZER: 17 LBS. PER 1000 S.F. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING V �
� 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS 0 U cn Z
ANCHOR FABRIC SKIRT BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE (n � Z
o PREPARED 4-6 INCHES DEEP. W W z
1 � MIN. 8" DEEP & 4" WIDE. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. c O
Z 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. J
2�- 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL > (n
it
L_j __L 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL Ljj 5; 0 0
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
APPLICABLE LOCAL AND STATE CODES. w � N
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. d. Q
7. BORROW MATERIAL THE CONTRACTOR SHALL FURNISH BORROW
WOOD CHIPS AT 500 LBS. PER 1000 S.F. CL
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS Co
NOTES: JUTE & MESH AS PER MANUFACTURER O
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND ASSOCIATED WITH BORROW OPERATIONS. N Z Cm V
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO I
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8' OF SUBGRADE SHALL N w N V
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. F-- N
AND 50 LB/IN FOR EXTRA STRENGTH. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM I Q O Lu Z
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY r__o o N Z =
NECESSARY, LAP FABRIC POST TO POST. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY C�
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE AND SEEDING RATES. SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL O
J G m Z
SELF-FASTENER STEEL ANGLE TYPE. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN O
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE m Q
TEMPORARY SILT FENCE 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE >_ Z Q
20% CARPET GRASS UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE Of Cf) Z
NTS 24% BERMUDA GRASS STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN a
20% TURF FESCUE 10% CREEPING RED FESCUE BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE m m
24% ANNUAL RYE GRAIN PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% LLI ''^^ m
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER v/
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH O C O
GERMINATION SHALL BE A MIN. OF 85%. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH G
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Z
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% ��! u. V
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS W
SOP DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE Z O
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL ..j m
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IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED J
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL Q Z
SO M/N OPTIMUM MOISTURE CONTENT IS OBTAINED, FILL SHALL BE PLACED IN SUCH = O
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE W m to
(� NPDES STABILIZATION TIMEFRAMES STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 00
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO Q CV m
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS CONSTRUCT HIS WORK.
J 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY INFORMATION BY GIS & AERIAL PHOTOGRAPHY AND
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PROVIDED BY OWNER.
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
6" MIN.
SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1, 14 DAYS ARE ALLOWED 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
2" - 3" APPLICABLE AGENCIES AND AUTHORITIES.
COARSE AGGREGATE 9 ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL C
CONFORM TO NCDOT STANDARDS. 0
15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK 'p
TEMPORARY GRAVEL CONDITION.
CONSTRUCTION ENTRANCE u
NTS
Z
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PUMPING SPECIFICATIONS:
TOP BANK ELEV.
MAKE GODWIN
VARIES FROM 38' TO 30' SIZE 4" a o 0
0
HOURS OF OPERATION M-F 8AM-5PM N ��'
MINE RECLAMATION 1
BACKSLOPE 3 FINAL NORMAL WATER ELEVATION NEAREST WELL N/A EROSION CONTROL NOTES AND MAINTENANCE PLAN Z o
AVERAGE 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
DEPTH = 35' STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, P4 Z
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF W
1 EVERY HALF-INCH RAINFALL. a O
2 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL x
BOTTOM ELEV. VARIES BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE W �'
FROM 8' TO 0' TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO w
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
MINE SLOPE & RECLAMATION CROSS SECTION CONSTRUCTION ENTRANCE OR ROADWAYS. N
3. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
NTS WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
2`1 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
PROEi REFE0.ENLE NO. SHEET NO. SWALE.
pES: `A, `A, p W SNEEENO 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
1. DEPTH OF MINE WILL BE DICTATED BY SUITABLE MATERIAL. BORROW PIT DEWATERING BASIN DETAIL R°.I.-SIGN ""NGNU`X IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS F�
GI D ENGINEER
2. AT RECLAMATION ALL BANKS ABOVE NORMAL WATER WILL BE NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE o
SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING. CLASS A STONE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN v N ,m
GENERAL NOTES: STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS �r U
FILTRATION F Q Z
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING ceorexnF ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
coin FIBER anFF�e REPAIRED OR REPLACED IF IT BECOMES HALF-FULL OF SEDIMENT, NO LONGER d
V = 8.0203 * Q * T, WHERE V IS VOLUME (FT3) , Q IS O Z M
04
DRAINS AS DESIGNED OR IS DAMAGED.
PUMP FLOW RATE (GPM) , AND T IS DEWATERING TIME (HR) . O o
MIN. 20' USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND U h
DEWATERING TIME OF 2 HOURS. MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO C7
STONE ENERGY MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE Z W
RISER SHALL BE ANON-PERFORATED, SMOOTH OR CORRUGATED STEEL POST DISSIPATOR STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED O W Z
MATERIAL WITH A FLASHBOARD OPTION. WITHIN 15 WORKING DAYS. WATER QUALITY REQUIRES ALL SEEDED AREAS
0 � 0
WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO 0, � P.,COMPACTED SOIL CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
ROADWAY ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO 'DITCHES, Z
MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14. _r,<
„W,F --- PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER --- HIGH QUALITY WATER (HOW) ZONES SHALL BE ' 1 PROVIDED TEMPORARY OR
ANGLE STEEL TYPE. INSTALL STEEL POSTS ` `Max. PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
WITH NO MORE THAN 3' OF THE POST APPEARING IN ANY EVENT WITHIN SEVEN 7) CALENDAR DAYS FROM THE LAST
ABOVE THE GROUND. LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
ATTACH THE COIR FIBER MAT TO THE STEEL TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS "L" 2"w' MIN. PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
HAUL ROAD
O /� D SECTION
E C T I O I AND STAPLED INTO THE BOTTOM AND SIDE SLOPES - THE LAST LAND-DISTURBING ACTIVITY.
/1 I I V OF THE BASIN WITH 12" STAPLES. 6. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
NTS INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR Licence #C-3641
BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL. PROBLEMS OR TURBID DISCHARGES DAILY.
USE THE TYPICAL SECTION SHOWN FOR THE 20127
BORROW PIT DEWATERING BASIN AS A GUIDE. THE EARTH DIKE
BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS . JPN
SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS PLAN DES.
ARE MADE FOR A NON-PERFORATED RISER. RISER CKID. JPN
DO NOT EXCEED 3%2 FT. IN HEIGHT FOR THE EARTH DRWN. ZAC
DIKES REQUIRED FOR BORROW PIT DEWATERING BASIN.
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE DATE 07/12/23
AND DEPENDENT ON SPECIFIC SITE REQUIREMENTS „
AS WELL AS PROPOSED CONSTRUCTION OPERATIONS. 1 -0 ±�{ 6 --{ 1 0
SUBMIT THE SIZE, LOCATION AND RISER PIPE 1 2 �� I %%
1�1 CA
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MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION. I� S
"�"
PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING Z ;9op
BASIN TO A MAXIMUM DEPTH OF 6 IN. BELOW TOP OF UNCLASSIFIED _ 4 �
ANTI-SEEP
EARTH DIKE, co EARTH MATERIAL COLLAR
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PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE CO COIR FIBER BAFFLE STEEL POSTS do
OUTLET OF THE PUMP DISCHARGE HOSE AND OUTLET OF � �Q-
THE RISER BARREL IN ACCORDANCE WITH ROADWAY VARIABLE GINS.•' ��4
STANDARD DRAWING 876.02 FOR OUTLET W/O DITCH. h� �
TYPICAL SECTION VIEW tttttl iiip``��
Z Z?7
NOT TO SCALE
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